Summary for Test 2022-09-14-64-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 04/11/2024 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
| QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
| Sample Taken Date | 09/14/2022 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/21/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Combined Lime Treated 3/8-inch Virgin Aggregate | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Ryan |
| Last name of sampler or witnessed by | . | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79165A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | |
| Transportation Laboratory (TL) Number | 876994 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Sierra Cascade |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Cold Feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-14-64
DIME Test ID: 2022-09-14-64-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-10-03
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 09/22/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1692.6 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 9.3 grams | 99.5 % | |||||
| 54.6 grams | 96.8 % | |||||
| 589.4 grams | 65.2 % | |||||
| 890.6 grams | 47.4 % | |||||
| 322.1 grams | 28.4 % | |||||
| 469.4 grams | 19.7 % | |||||
| 558.1 grams | 14.4 % | |||||
| 624.7 grams | 10.5 % | |||||
| 677.5 grams | 7.4 % | |||||
| 713.5 grams | 5.23 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2022 ✔